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� Lanes, Volumes, Timings Silver Lake Center <br /> 3: 116th St SE & SR-527 <br /> � � '� t P' �► l <br /> I LaneGroup WBL WBR NBT NBF2 SBL SBT — <br /> LOS C A D F A <br /> Approach Delay 11.7 47.0 63.1 <br /> Approach LOS B D E + <br /> � Queue Length 50th (ft) 30 0 -168 –192 44 � <br /> Queue Length 95th (ft) 66 45 #261 �36� z8o <br /> Internal Link Dist(ft) 708 32� ! <br /> ( Tum Bay Length (ft) 60 315 ? <br /> Base Capacity(vph) 389 548 1220 415 2341 � <br /> Starvation Cap Reductn 0 0 0 o � <br /> ( Spillback Cap Reductn 0 0 � � � � <br /> Storage Cap Reductn 0 0 0 0 0 ' <br /> Reduced v/c Ratio 0.31 0.47 1.07 127 0.37 ; <br /> � <br /> � Intersection Summary � <br /> Area Type: Other ! <br /> Cycle Length: 50 � <br /> I Actuated Cycle Length:47.4 ( <br /> Natural Cycle:90 � <br /> Control Type:Actuated-Uncoordinated � <br /> Maximum v/c Ratio: 127 �ntersection LOS:D <br /> � Intersection Signal Delay: 50.0 <br /> � Intersection Capacity Utilization 71.1% <br /> ICU Level of Service C � <br /> Analysis Period (min) 15 <br /> I – Volume exceeds capacity,queue is theoretically infinite. <br /> Queue shown is maximum after two cycles. <br /> # 951h percentile voiume exceeds capacity, queue may be longer. <br /> � Queue shown is maximum after two cycles. I <br /> Splits and Phases: 3: 116th St SE 8 SR-527 <br /> I � mt I m2 <br /> 1 ms � oe <br /> � <br /> � � <br /> � <br /> � <br /> � <br /> ( PM Peak-Hour <br /> 2U08 Future Conditions with Development <br /> Gibson Tra�c Consultants, Inc. [BJL] <br /> � ���/ <br />